steel wire rope tensile strength price

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Our stainless-steel aircraft cable consists of thin steel wires that are stranded together to give the cable a combination of flexibility and strength. Although the largest diameter of aircraft cable available at Tyler Madison maxes out at a ¼”, it is lightweight and strong enough to meet special airline safety standards.

Commercial quality "aircraft grade" cable is made from galvanized steel wire or stainless steel wire. Galvanized aircraft cable provides high tensile strength and adequate corrosion resistance for most commercial applications. Stainless steel cable provides slightly lower tensile strength, but greater resistance to corrosion. We also offer aircraft cable fitting services.

Cable or wire rope is fabricated from individual wires put together in a uniform helical arrangement to form what is called a strand. A strand typically contains 7 wires (1 x 7) or 19 wires (1 x 19), although others are available. Cable or wire rope contains a varying number of these strands such as 7 x 7 and 7 x 19 (number of strands x wire per strand). The more strands and more wires per strand, the more flexible the cable and the higher the cost. The greater the cable diameter, the greater the diameter of each wire and the greater the breaking strength.

Our aircraft cable for sale can be coated with a number of different plastics such as vinyl (PVC) or nylon in various colors. Black, clear and white are typical stock colors, other colors can be ordered. Also, other polymers are available for braided steel cable.

Airplane cable is used for more than just aircraft applications. It’s strength and flexibility make aircraft braided steel cable perfect for numerous commercial and industrial uses. Stainless steel aircraft cable is typically used in areas where the components are exposed to oxidative chemicals such as salt, and the ability to resist corrosion is crucial. Galvanized aircraft cable is a more affordable solution, but it does not resist corrosion as well.

At Tyler Madison Inc., aircraft cable assemblies are just one of the many quality wire rope products that we manufacture for our industrial and commercial customers . We have the ability to create fully customized cable assemblies with standard or custom aircraft cable fittings. With skilled labor and precise advanced equipment, we are able to manufacture quality aircraft wire ropes and high-strength cables at an affordable price. Along the way, we can help you design and engineer aircraft cable fittings for your application. If you have an idea of what kind of aviation cable assembly or wire rope you need, but aren"t sure how to make it a reality, just contact Tyler Madison today and we will be ready to help!

We are committed to providing our customers maximum value when they choose to do business with us, whether it"s custom aircraft cables, metal cables or standard braided steel cable. That’s why we go above and beyond with our customer service and offer value-added services to ensure the quality of our products and the satisfaction of our customers. These services include:Design Assistance

No matter how customized the cable, wire rope or aircraft cable fittings for your application needs to be, we are more than capable of helping you get the job done!

For more information or inquiries about our wire rope or aircraft cable fittings, get in touch with us today. Our team of experts are here to answer any of your questions. We look forward to hearing from you!

The tensile failure process of HSSSWR-reinforced ECC specimens is shown in Fig. 5. When the applied load reached a certain value (23%-31% of the peak load), a tiny crack with a width of only 0.02 mm appeared on the surface near the middle of the specimens (Fig. 5(a)). As the load continued to increase, new cracks appeared continuously on the surface of the specimens, but the width of the existing cracks increased slowly. After reaching a certain load (84%-96% of the peak load), the number of cracks stopped increasing, which is referred to as the saturation state, as shown in Fig. 5(b), and the surfaces of the specimens were covered with fine cracks almost parallel to each other. At this time, the maximum crack widths of the specimens were between 0.08 mm and 0.28 mm, which are much less than the crack-width limits in the normal service limit state of 0.3 mm and 0.4 mm required by Chinese design specification of concrete structures (Ministry of Housing and Urban–Rural Development of the People’s Republic of China (MOHURD): Code for Design of Concrete Structures 2015) and ACI 224 (Committee, 2001), respectively. Then as the load increased, the widths of existing cracks grew steadily. When the peak load was reached, a few small cracks connected to form a main crack on the monitored zone of the specimen, accompanied by clear sounds of pulling out or fracture of PVA fibers, and one longitudinal HSSSWR ruptured at the main crack. Then the load fell rapidly, and the other longitudinal HSSSWRs ruptured as the width of the main crack quickly increased, after which the test was stopped. It can be observed that the HSSSWRs in the specimen did not rupture at the same time in the test. This may be because of the small differences between tensile stresses of longitudinal HSSSWRs in the specimen under axial tension due to the different tightness of HSSSWRs which may occur during manufacturing specimens. The maximum crack widths of the specimens at peak load were in the range of 0.5 mm-1.13 mm. The typical failure mode of the specimens is shown in Fig. 5(c). Those phenomena indicate that HSSSWR-reinforced ECC have good post-cracking resistance and crack-width control capacity due to multiple cracking characteristic of ECC and good bond property of the HSSSWR and ECC.

Table 4 shows average values of test results of cracking stress (fse,cr), cracking strain (εse,cr), maximum tensile stress (fse,u), the strain corresponding to fse,u (εse,u), the tensile stress at the beginning of the saturation state(fws), the strain corresponding to fws (εws), the maximum crack-widthat the beginning of the saturation state(wmax,ws), the maximum crack-widthat peak load(wmax,u), the elastic modulus before cracking(Ese), the peak tensile toughness index (TIp) and the total tensile toughness index (TIt) for each group of specimens.

Fig. 6 describes the tensile stress–strain curves of ECC and HSSSWR-reinforced ECC specimens. As shown in Fig. 6, three main stages can be obviously observed in the tensile stress–strain curves of ECC and HSSSWR-reinforced ECC specimens, as follows: (1) linear elastic stage; (2) elastic–plastic stage and (3) falling stage. The linear elastic stage is from initial loading to cracking. The cracking load of HSSSWR-reinforced ECC specimens is 23%-31% of the corresponding peak load, while the cracking load of ECC is 56%-62% of the corresponding peak load. This is attributed to the fact that adding HSSSWRs in ECC significantly enhanced the tensile strength. In this stage, both ECC and HSSSWRs are in the elastic state, and the stress increased linearly as the strain grew. The elastic–plastic stage is from the cracking to the peak load. In this stage, the tensile stress increased nonlinearly with an increase in the tensile strain. The small fluctuations of the curve in this stage were caused by initiation and development of the cracks of HSSSWR-reinforced ECC specimens. The HSSSWRs and ECC can still carry the load together in the elastic–plastic stage due to the bridging role of PVA fibers after cracking and good bond performance between HSSSWRs and ECC. Since the first HSSSWR ruptured at the peak load, a falling stage can be observed after peak point in the stress–strain curve.

It can be seen from Fig. 7 and Table 4 that the maximum tensile stresses (fse,u) of specimens A1 A2, A3 and A4 increased by 100.0%, 119.3%, 142.8% and 187.5%, respectively, compared with that of ECC of formula 1, and the maximum tensile stresses (fse,u) of specimens B1 B2, B3 and B4 increased by 85.3%, 118.5% 143.4% and 172.8%, respectively, compared with that of ECC of formula 2. This indicates that the tensile strength (maximum tensile stress) of HSSSWR-reinforced ECC increased significantly with an increase in the reinforcement ratio of HSSSWRs. The same phenomenon that the tensile strength would be increased by increasing reinforcement ratio was also observed in steel bars reinforced ECC (Kunieda et al., 2010) and CFRP grid-reinforced ECC (Zhu et al., 2018). This is to be expected, because the applied peak load was carried by ECC and the internal reinforcing materials together. As shown in Table 4, the strains corresponding to the maximum tensile stresses (εse,u) of the specimens ranged from 3.087% to 3.418%, which were close to the maximum tensile strain of HSSSWR, and were larger than those of the corresponding ECC shown in Table 3. This indicates the deformation capacity of ECC can be effectively improved by adding HSSSWRs in ECC. The reason for enhancing deformation capacity may be that adding HSSSWRs can delay the development of cracks, which contributes to increasing ultimate deformation.

The maximum stresses of specimens B1, B2, B3 and B4 decreased by 9.2%, 2.3%, 1.8% and 7.0%, compared with that of the corresponding specimen with the same value of ρw in group A, respectively, which is attributed to the fact that the tensile strength of ECC of formula 2 is relatively low compared with that of ECC of formula 1. The strains corresponding to the maximum stresses of specimens in group B were larger than those of specimens in group A. This demonstrates that adding thickener can improve the deformation capacity of HSSSWR-reinforced ECC by enhancing uniform distribution of PVA fibers.

Toughness is an important property for evaluating the energy absorption capacity of a composite material before failure, which can be quantitatively described by the integration of the load–displacement curve of the composite material (Dong et al., 2019). In this paper, the tensile toughness of HSSSWR-reinforced ECC (in MJ/m3) was calculated by the integration of the stress–strain curve. The total integral area of the stress–strain curve of the HSSSWR-reinforced ECC specimens was defined as the total tensile toughness (TIt), and the integral area of stress–strain curve under peak stress was defined as the peak tensile toughness (TIp). With this method, the total tensile toughness (TIt) and the peak tensile toughness (TIp) for each specimen are calculated and listed in Table 4. The peak tensile toughness and total tensile toughness of ECC with formula 1 calculated using the same method are 0.0890 MJ/m3 and 0.1043 MJ/m3, respectively, and the peak tensile toughness index and total tensile toughness index of ECC with formula 2 are 0.0884 MJ/m3and 0.1044 MJ/m3,respectively.

The relationship between tensile toughness and reinforcement ratio of longitudinal HSSSWRs is shown in Fig. 8. As shown in Fig. 8, the peak tensile toughness and total tensile toughness of HSSSWR-reinforced ECC specimens increased with an increase in the reinforcement ratio of HSSSWRs, and are much higher than those of ECC. This shows that increasing the reinforcement ratio of longitudinal HSSSWRs can effectively improve the energy absorption capacity of the specimens through delaying the development of cracks and enhancement of bearing capacity.

As indicated in Fig. 8, under the condition of the same reinforcement ratio (ρw), the peak tensile toughness of the specimen of group A was higher than that of the specimen of group B, but the total tensile toughness of group A was lower than that of group B. The reason may be that adding thickener would reduce the cracking stress and the maximum tensile stress of HSSSWR-reinforced ECC caused by bringing small bubbles in the matrix of formula 2, which makes the peak tensile toughness of group B less than that of group A. However, adding thickener also can enhance uniform distribution of PVA fibers, which can improve the crack-width control and deformation capacity of this composite material, so the total tensile toughness of group B was higher than that of group A.

A comparison between test results of specimens A3 and A5 (which are of the same test parameters except for specimen widths) in Fig. 6a and Table 4 shows that the tensile stress–strain curve and the test values of material performance indicators (including fse,cr, εse,cr, fse,u, εse,u fws, εws, wmax,ws, wmax,u, Ese, TIp and TIt) for these two specimens are close. This demonstrates that changing specimen width has little effect on the tensile properties of HSSSWR-reinforced ECC. This may be because the size effect on tensile properties of ECC can be negligible due to ductile nature of ECC material (Lepech & Li, 2003; Rokugo et al., 2007).

In order to compare the strengthening effect of HSSSWR on ECC with that of other reinforcing materials on ECC, a comparison was made with the previous studies on ECC reinforced with steel bars or FRP grids (Kunieda et al., 2010; Zhu et al., 2018). The comparison of test results of maximum tensile stress(fse,u) and its corresponding strain (εse,u) of HSSSWR-reinforced ECC specimens in this paper are compared with those of steel bar-reinforced ECC specimens in literature (Kunieda et al., 2010) and CFRP grid-reinforced ECC specimens in literature (Zhu et al., 2018), as shown in Table 5. The comparison presented in Table 5 (S-1–1 versus A1, S-2–1 versus A4, MC1 versus A2, and MC2 versus A4) indicated that the tensile strength (fse,u) and its corresponding strain to (εse,u) of HSSSWR-reinforced ECC specimens are higher, compared with those of steel bar-reinforced ECC specimens or CFRP grid-reinforced ECC specimens, even though both the tensile strength of ECC matrix (fe,u) and reinforcement ratio (ρw) of the steel bar-reinforced ECC specimens or CFRP grid-reinforced ECC specimens are higher than those of HSSSWR-reinforced ECC specimens. This demonstrates that HSSSWR exhibits better reinforcement efficiency when used to reinforce ECC, compared with steel bars or CFRP grids. This is attributed to the fact that the low tensile strength and early yielding of ordinary steel bars lead to the relatively low tensile strength of ECC reinforced by ordinary steel bars. In addition, the rupture strain of CFRP grids was much lower than the ultimate strain of ECC, which would cause the underutilization of tensile strength and deformation capacity of ECC, so the tensile strength and ultimate strain of CFRP grids-reinforced ECC were relatively low.

As specialist for manufacturing quality steel wire ropes over 20 years, our company can supply strong, durable and reliable ropes that capable to minimize your downtime and maximize cost effectiveness. Decades of experience we owned make us know clearly the work you do and capable to provide professional guidance.

We select the best steel or stainless steel as raw material for wire rope manufacturing. Our products are manufactured under strict quality managements and test before they leave the factory.

Our engineers can provide professional advice about picking up optimal steel wire ropes for their application, installation guidance to ensure maximum return in their wire rope system.

If you are going to pick up steel wire ropes that suit your project perfectly, you must have an ideal about the construction about them. Our company can supply bright wire rope, galvanized wire rope, stainless steel wire rope, compacted wire rope, rotation resistant wire ropes, mining wire rope, elevator wire rope, crane wire rope and gas & oilfield wire ropes. Here are some details to solve the problem that may puzzle you whether you are browsing the web or picking up steel wire ropes.

Bright steel wire ropes mean no surface treatment is applied to the rope. Therefore, they have the lower price among these three wire ropes. Generally, they are fully lubricated to protect the rope from rust and corrosion.

Galvanized steel wire ropes feature compressed zinc coating for providing excellent corrosion resistance. With higher break strength yet lower price than stainless steel, galvanized steel wire ropes are widely used in general engineering applications such as winches and security ropes.

Stainless steel wire ropes, made of quality 304, 305, 316 steels, are the most corrosive type for marine environments and other places subjected to salt water spray. Meanwhile, bright and shiny appearance can be maintained for years rather than dull as galvanized steel wire ropes.

Steel wire ropes are composed of multiple strands of individual wires that surrounding a wire or fiber center to form a combination with excellent fatigue and abrasion resistance. These wires and strands are wound in different directions to from different lay types as follows:

Beside above lay types, alternative lay ropes which combine regular lay and lang lay together and ideal for boom hoist and winch lines, can also be supplied as your request.

Two main methods about seizing steel wire ropes in conjunction with soft or annealing wire or strands to protect cut ends of the ropes form loosening.

1) Profile: High Tensile Galvanized Steel Wire or ACSR Core Wire may be supplied as single wire or also in seven or ninetheen strands. Manufactured conforming to various international standards to specify requirement of customers.

2) Application: Used for mechanical re-inforcement in the manufacture of aluminum conductor steel reinforced (ACSR) Cable & Conductor ACSR Core wire is used in reinforcement of aluminium conductors used in distribution and transmission of electricity.

· 【1700 LBS BREAKING STRENGTH】- Length: 500 ft. Diameter: 1/8 inch. Our wire rope has a breaking strength of 1700 lbs and a working strength of 1200 lbs. It allows for a variety of hanging, strapping and DIY activities.

· 【T316 STAINLESS STEEL】- Our wire rope cable is made of high-strength 316 stainless steel material, enhancing the resistance to wear, rust, and other corrosion and ensures durability and longevity.

· 【7x7 CONSTRUCTION】- Constructed of 7x7 construction, 7 groups of 7 strands braided together to form the cable, this braided steel wire has a strong enough core to ensure long service life and can be cut to any size without loosening the joint.

· 【SAFE TO USE】- The stainless steel rope features a smooth surface, high polish, and no burr, protecting your hand and avoiding hurting and damaging your belongings. A wire cutter, 20pcs of the aluminum sheath, and 10pcs of capels are included.

· 【MULTIPURPOSE WIRE ROPE】- Our wire cable is perfect for indoor and outdoor use. It is a multifunctional wire rope that can meet your daily needs, like garden fencing, supporting your plants, stair handrails, string lights, clothesline, etc.